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Shoranur Municipality Annual Paln 2020-21 S167/2021 Nayadikkunnu Bieline Concrete Slab Culvert And New Road Formation Near Ramadevi Teacher House , W-29 Concrete Slab Culvert And New Road Formation, SHORNUR MUNICIPALITY-Kerala

Local Self Government Department has published Shoranur Municipality Annual Paln 2020-21 S167/2021 Nayadikkunnu Bieline Concrete Slab Culvert And New Road Formation Near Ramadevi Teacher House , W-29 Concrete Slab Culvert And New Road Formation. Submission Date for this Tender is 20-01-2021. Road Work Tenders in SHORNUR MUNICIPALITY Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26592525
Shoranur Municipality Annual Paln 2020-21 S167/2021 Nayadikkunnu Bieline Concrete Slab Culvert And New Road Formation Near Ramadevi Teacher House , W-29 Concrete Slab Culvert And New Road Formation
Open Tender
Indian
Kerala
SHORNUR MUNICIPALITY
20-01-2021

Tender Details

Shoranur Municipality Annual Paln 2020-21 S167 / 2021 Nayadikkunnu Bieline Concrete Slab Culvert And New Road Formation Near Ramadevi Teacher House , W-29 Concrete Slab Culvert And New Road Formation

Key Value

Document Fees
INR 1666 /-
EMD
INR 17500.0 /-
Tender Value
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BOQ Items

Work Name:SHORANUR MUNICIPALITY ANNUAL PALN 2020-21 S167/2021 NAYADIKKUNNU BIELINE CONCRETE SLAB CULVERT AND NEW ROAD FORMATION NEAR RAMADEVI TEACHER HOUSE, W-29
Sl. No. Item Description Item Code / Make Quantity Units
1 1 APPENDIX A (CULVERT-1) BI01010001010000000000000515BI0100001113
2 1.001 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001114 25.053 cum
3 1.002 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) BI01010001010000000000000515BI0100001115 4.773 cum
4 1.003 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001116 0.479 cum
5 1.004 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) BI01010001010000000000000515BI0100001117 7.83 cum
6 1.005 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001118 44.48 sqm
7 1.006 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001119 1.62 cum
8 1.007 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size BI01010001010000000000000515BI0100001120 2.64 cum
9 1.008 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001121 391.2 kilogram
10 1.009 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001122 9.9 sqm
11 1.01 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide BI01010001010000000000000515BI0100001123 14.6 metre
12 1.011 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) BI01010001010000000000000515BI0100001124 9.24 sqm
13 2 APPENDIX B (SIDEPROTECTION WALL AND DRAINAGE SLAB) BI01010001010000000000000515BI0100001125
14 2.001 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001126 13.545 cum
15 2.002 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001127 41.925 cum
16 2.003 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001128 53 sqm
17 2.004 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001129 2.15 cum
18 2.005 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size BI01010001010000000000000515BI0100001130 3.6 cum
19 2.006 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001131 450 kilogram
20 3 APPENDIX C (ROAD CONCRETE) BI01010001010000000000000515BI0100001132
21 3.001 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil BI01010001010000000000000515BI0100001133 30 sqm
22 3.002 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade BI01010001010000000000000515BI0100001134 2.7 cum
23 3.003 16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete BI01010001010000000000000515BI0100001135 7.2 cum
24 4 APPENDIX D (DRAINAGE AND CULVERT 2) BI01010001010000000000000515BI0100001136
25 4.001 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001137 30.42 cum
26 4.002 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) BI01010001010000000000000515BI0100001138 5.07 cum
27 4.003 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) BI01010001010000000000000515BI0100001139 9.6 cum
28 4.004 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001140 78 sqm
29 4.005 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001141 1.575 cum
30 4.006 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform BI01010001010000000000000515BI0100001142 7.5 sqm
31 4.007 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide BI01010001010000000000000515BI0100001143 1.53 metre
32 4.008 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size BI01010001010000000000000515BI0100001144 1.5 cum
33 4.009 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001145 168.75 kilogram
34 4.01 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) BI01010001010000000000000515BI0100001146 68.8 sqm
35 4.011 19.6.6 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:500 mm dia R.C.C. pipe BI01010001010000000000000515BI0100001147 4 metre
36 4.012 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade BI01010001010000000000000515BI0100001148 2.75 cum
37 4.013 16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete BI01010001010000000000000515BI0100001149 3.3 cum
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